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s <br />L-A <br />SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />Drill Pad Sediment /Runoff Control Berms <br />Material: Graded loam to cobbles when noncolloidal <br />Triangular Channel <br />Left Right <br />Freeboard Freeboard Freeboard - <br />Limiting <br />Sideslope Sideslope Slope ( %) Manning's n <br />Dth (ft) % of Deth Mult. x <br />ep p <br />Velocity <br />(fps) <br />Ratio Ratio <br />(VxD) <br />Velocity: <br />2.0:1 4.0:1 1.0 0.0300 <br />0.30 <br />3.8 <br />SEDCAD Utility Run Printed 03 -05 -2001 <br />w/o freeboard w/ Freeboard <br />Design Discharge: <br />1.55 cfs <br />Depth: <br />0.52 ft 0.82 ft <br />Top Width: <br />3.09 ft 4.89 ft <br />Velocity: <br />1.94 fps <br />X- Section Area: <br />0.80 sq ft <br />Hydraulic Radius: <br />0.245 <br />Froude Number: <br />0.67 <br />SEDCAD Utility Run Printed 03 -05 -2001 <br />